Study on the Consolidation Seepage Law in Cohesive Soil
To explore the flow law of water in clay,the study measures the permeability coefficient kv of clay under different pressures by measuring the variation of water pressure with consolidation time,selects the saturated clay for the foundation treatment of the riverside road in the coastal area of Yancheng as the research object,and uses origin to fit the experimental data.The results show that the water seepage law in saturated clay under low hydraulic slope does not match Darcy law,and the non Darcy seepage mode can better reflect the water seepage law in clay than the initial hydraulic slope.
万方数据
维普
